Numerical Analysis and Deformation Mechanism Study on an Excavated High-Steep Slope of a Hydropower Station

Figure 6

Variation characteristics of displacement field after excavation. (a) Integral displacement field of slope. (b) Displacement field of slope in X-direction. (c) Displacement field of slope in Y-direction. (d) Displacement field of slope in Z-direction.

(a)

(b)

(c)

(d)